1997-5176 G (Plans) GRADING PLAN
FOR
ZIJLS RESIDENCE GRADING PLAN LEGEND
' 1 WORK TO BE DONE 157 Al1DOR STREET
1. PROPERTY LINE
I ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE STANDARD EXISTING STRUCTURE
B°- iri �i r L SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, THE DESIGN CONSTRUCTION
STANDARDS OF THE CITY OF ENCINITAS AND THE SAN DIEGO AREA REGIONAL STANDARD PROPOSED STRUCTURE _-
P l \ll - 1 420 - 1 DRAWINGS. ANY CHANGES OR REVISIONS THEREFROM SHALL BE APPROVED BY THE CITY PAD ELEVATION
(SUBGRADE) S.0 80.8
1 ENGINEER PRIOR TO ANY REQUEST FOR INSPECTION. F f 81.5
� J I FINISH ELEVATION ( FINISHED FLOOR)
2. THE SOILS REPORT TITLED PRELIMINARY GEOTECHNICAL INVESTIGATION FOR PROPOSED •'
y ` GRADING AND SINGLE FAMILY RESIDENCE AT PLATO PLACE PREPARED BY A.R.BARRY EXISTING CONTOUR
AND ASSOCIATES DATED JULY 5TH. 1997 SHALL BE CONSIDERED AS A PART OF THIS
CZRAOINQ PI AN ALL DING SHALL BE DONE IN ACCORDANCE WITH THE RECOMMENDATIONS HYDROSEED -- � si nPrS
THAT ARE GRADED :1 HORIZONTAL
FINISH GRADE CONTOUR 80
CU7
'? `•, -, I - AND SPECIFICATIONS CONTAIN -
TO VERTICAL) OR STEEPER
WHEN+
THEY ARE:
^, 3. APPROVAL OF THIS PLAN DOES NOT CONSTITUTE APPROVAL OF SIZES, LOCATION AND TYPE q THREE FEET OR MORE IN HEIGHT
IN FILL AREAS. FILL SLOPES 2:1 MAX '� "' " ""
r
1 1 OF DRAINAGE FACILITIES, NOR OF IMPROVEMENTS WITHIN STREET RIGHT -OF -WAYS. B, 5 FEET OR MORE IN HEIGHT IN CUT AREAS,
UNLESS SLOPE IS NOT SUBJECT TO ( )
UIRED IN CONJUNCTION \'
I SEPARATE APPROVALS AND PERMITS FOR THESE SHALL BE REQ EROSION DUE TO THE EROSION RESISTANT CHARACTER OF THE MATERIALS
AS GUT SLOPES (2:1 MAX) Y
--- I O WITH IMPROVEMENT PLANS. APPROVED BY THE CITY ENGINEER.
J
� f/ VEL SWALES AND FLOW DIRECTION
4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFF SITE GRADING. 2. IRRIGATION SHALL MAINTAIN THE MOISTURE LEVEL OF
THE SOIL AT THE OPTIMUM LE _
111 STORM DRAIN
PA �r FOR GROWTH OF THE HYDROSEEDED GROWTH.
i.
I 5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED 70 PROTECT ADJACENT RETAINING WALL (BUILDING WALL)
� r,� p Q F PROPERT DURING GRADING OPERATIONS. ANYTHING DAMAGED OR DESTROYED SHALL 3 HYDROSEEDING MIX SHALL CONSIST
OF ALL THE FOLLOWING:
\ r Jl� J \ J92 w °el I c> BE REPLACED OR REPAIRED TO CONDITION EXISTING PRIOR TO GRADING. 1 SEED MIX
SHALL CONSIST OF NO LESS THAN:
P We �_ I_ I
-- 6. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCH MARK WW1CH IS A. 20 LBS. PER ACRE OF ROSE CLOVER
LEGAL DESCRIPTION
z
SCORE
F n � � B. 20 LBS. PER ACRE OF ZORRO FE
DISTURBED OR DESTROYED SHALL BE RE- ESTABLISHED AND REPLACED BY A REGISTERED C. 3 LBS. PER ACRE OF E SCHOOL CIA CALIFORNICA
ti k f� w® <°N I r / CIVIL ENGINEER OR A LICENSED LAND SURVEYOR. D. 4 LBS PER ACRE Of ACHILLEA MILLEFOLIA
THAT PORTION OF LOT 35 OF CREST ACRES IN THE CITY OF ENCINITAS,
r I E. 3 LBS PER ACRE OF ALYSSUM (CARPET OF SNOW)
COUNTY OF SAN DIEGO, STATE OF CALIFORNIA, ACCORDING TO MAP THEREOF N ACTOR SHALL DESIGN, CONSTRUCT
AND MAINTAIN ALL SAFETY DEVICES, F. 1/2 LB, PER ACRE OF DIMORPHOLECA
\ t \ a I ; 7. THE INCLUDING BE RESPONSIBLE FOR CONFORMING TO ALL LOCAL,
INCLUDING SHORING, AND SHALL G. ITEMS C, D, E, AND F OF THIS SUBSECTION MAY BE OMITTED ON LOCATIONS 2019,
FILED IN THE OFFICE OF THE COUNTY RECORDER OF SAID SAN DIEGO
R r a n I / f I STATE AND fEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND REGULATIONS. WHERE THE AREA BEING
HYDROSEEDED !S NOT VISIBLE FROM EITHER A PUBLIC COUNTY, MAY 3, 1927.
a r e r ) 1 STREET OR RESIDENTIAL STRUCTURES. (A.P.N. 254- 016 -1)
00 \� z $00 1 �r�fl�r 8. GRADING AND EQUIPMENT OPERATING WITHIN ONE -HALF (1/2) MILE OF A STRUCTURE FOR H•
ITEM "A" OF THIS SUBSECTION MUST BE INOCULATED WITH A NITROGEN
\ \ - g�� SEEDING. NSPORTED TO THE JOBSITE IN UNOPENED OWNER
r - /I HUMAN OCCUPANCY SHALL NOT BE CONDUCTED BETWEEN THE HOURS OF 5:30 P.M. AND FIXING BACTERIA AND APPLIED DRY EITHER
BY DI
RLLING OR BROADCASTING
•PJ � / y , � E ) ``/ ' I ! 7:30 A.M. NOR ON SATURDAYS, SUNDAYS AND CITY RECOGNIZED HOLIDAYS. BEFORE HYDRO
I. ALL SEED MATERIALS SHALL BE TRA
f / j 9. NO GRADING OPERATIONS SHALL COMMENCE UNTIL A PREGRADING MEETING HAS BEEN HELD CONTAINERS WITH THE CALIFORNIA
DEPARTMENT OF FOOD AND AGRICULTURE
ONSITE WITH THE FOLLOWING PEOPLE PRESENT: CITY INSPECTOR, CIV ENGINEER, CERTIFICATION TAG ATTACHED TO, OR PRINTED ON SAID
CONTAINERS. SJIRK ZIJLSTRA
\ \\ o z f ! r y , SOILS ENGINEER, GRADING CONTRACTOR AND PERMITTEE. THE PREGRADE MEETING SHALL J N �T THE
DISCRETION OF THE CONTRACTOR. ADDED t0 THE HYDROSEED SLURRY 731 S. HIGHWAY 101, SUITE 1L
;, ,.,y, - '. \., \ / ,' '✓?; L- .� �.__,..,_.,.__i' ! t r` BE SCHEDULED WITH THE CITY AT LEAST 48 HOURS IN ADVANCE
BY CALLING (760 633 - TEL 619
TYPE 92075
755 360
SOLA
2770.
2, TYPE 1 MULCH APPLIED AT THE RATE TI NO LESS THAN A,000 LBS. PER ACRE.
a t 10. PRIOR TO HAULING DIRT OR CONSTRUCTION MATERIALS TO ANY PROPOSED CONSTRUCTION TYPE 6 MULCH (STRAW) MAY BE SUBSTITUTED,
ALL OR PART, FOR HYDRAULICALLY
.` \� \\ NK c SITE WITHIN THIS PROJECT THE DEVELOPER SHALL SUBMIT TO AND RECEIVE APPROVAL APPLIED FIBER MATERIAL.
WHEN STRAW I5 USED IT MUST BE ANCHORED TO THE
Z N FROM THE CITY ENGINEER FOR THE PROPOSED HAUL ROUTE. THE DEVELOPER SHALL OWNERS CERTIFICATE
! S I � SLOPE BY MECHANICALLY PUNCHING NO LESS THAN 50% OF THE STRAW INTO THE �
COMPLY WITH ALL CONDITIONS AND REQUIREMENTS THE CITY ENGINEER MAY IMPOSE WITH SOIL.
ROUGHENING THE SURFACE TO BE PLANTED B
I N, \, \ �� - / REGARDS
x \ _ , �' _ 3. FERTILIZER CONSISTING Of AMMONIUM PHOSPHATE SULFATE, 16 -20 -0, WITH 15% I
(WE) HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR GEOLOGIST HAS BEEN OR
RDS TO THE HAULING OPERATION.
WILL BE RETAINED TO SUPERVISE OVER ALL GRADING ACTIVI Y AND DVI5E ON THE
t \ , ' \ \\ ° \ / f /I 11. UPON FINAL COMPLETION OF THE WORK UNDER THE GRADING PERMIT BUT PRIOR TO FINAL SULPHUK APPLIED
AT THE RATE OF 500 LBS, PER ACRE. COMPACTION AND STABILITY OF THE SITE.
\ S
N 03 "� " N I �` f GRADING APPROVAL AND /OR FINAL RELEASE OF SECURITY, AN AS-GRADED CERTIFICATION
\ 1 52 __ . E i
-- .��.� .� PERFORMED IN SUBSTANTIAL CONFORMANCE SHALL BE PROVIDED STATING: "THE GRADING UNDER PERMIT N0. 5176G HAS BEEN AREAS
TO BE HYDROSEEDND SHALL BE PREPARED PRIOR TO HYD ROS EEDIN G BY:
y ,., 31 WITH THE APPROVED GRADING PLAN OR AS 1• Y ANY OR A COMBINATION OF: DA
X -� y o •. �`�" -" ++ 0 SHOWN ON THE ATTACHED AS- GRADED PLAN • TRACK W SLO S RET 6 USING ITEM "A" ABOVE.
REFERENCE DRAWING
t
- _ J
D SIGNATURE OF THE CIVIL ENGINEER B. RIP
k ` ® - OPERATION. WHO CERTIFIES SUCH GRADING PING MAP N0. 201 R.O.S. 893 ARCEL MAP NO.
14201
t ' ` `\ �` �`., ��`, T l \ \' 2. CONDITIONING THE SOILS SO THAT IT IS SUITABLE FOR PLANTING
BY:
�A THE DATE AN
\ i' Z�
A. ADJUSTING THE SURFACE SOIL MOISTURE TO PROVIDE A DAMP BUT NOT SATURATED
} 9 R 9 P
GRADING SEED BED EARTHWORK
B SALINE SOILS O 0 PROV VIABLE FOR GROWTH
OR COVERING -
THE ADDITIO
z:, ' HIS /HER DIRECTION. HE /SHE SHALL OBSERVE AND TEST THE EXCAVATION PLACEMENT - 1900 C.Y.
1. ALL GRADING SHALL BE OBSERVED AND TESTED BY QUALIFIED SOILS ENGINEER OR UNDER CUT
'w w H N �\ AND COMPACTION OF FILLS AND BACKFILLS AND COMPACTION OF TRENCHES. HE /SHE HYDROSEEDED AREAS SHALL
BE MAINTAINED TO PROVIDE A VIGOROUS GROWTH UNTIL THE FILL 1900 C.Y.
-,
/� B "� " . SHALL SUBMIT SOILS REPORTS AS REQUIRED AND WILL DETERMINE THE SUITABILITY OF PROJECT IS PERMANENTLY LANDSCAPED
OR, FOR AREAS WHERE HYDROSEEDING IS THE PERMANENT IMPORT /EXPORT = 0 C.Y.
y \ T tJ� ANY FILL MATERIAL UPON COMPLETION OF GRADING OPERATIONS HE /SHE SHALL STATE LANDSCAPING, UNTIL THE PROJECT
IS COMPLETED ANO ALL SECURITY R €LEASED.
- THAT OBSERVATIONS AND TESTS WERE MADE BY HIM /HER OR UNDER HIS /HER SUPERVI51UN
AND THAT IN HIS /HER OPINION, ALL EMBANKMENTS AND EXCAVATIONS WERE CONSTRUCTED SOIL$ ENGINEER'S CERTIFICATE
Y ` ' 1 , \, L IN ACCORDANCE WITH THE APPROVED GRADING PLANS AND THAT ALL EMBANKMENTS AND
k
OTI
� ` / FF ._ C� S7 EXCAVATIONS ARE ACCEPTABLE FOR THEIR INTENDED USE. N
/ ` > > F.F. 1_ , 1567 � ,� � A REGISTERED CIVIL ENGINEER IN THE STATE OF
2p•`. 1 i { 565 SG 1560 C� SHALL PROPERLY GRADE ALL EXCAVATED SURFACES TO PROVIDE POSITIVE 1. THE EXISTENCE AND LOCATION
OF UNDERGROUND UTILITY PIPES AND STRUCTURES SHOWN I, A.R. BAR
"7 ' ,�.-- 2. THE CONTRACTOR
$ OF WATER.
HE/SHE SHALL CONTROL SURFACE WATER CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOIL
MECHANICS,
_ \ ON THESE PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST
"' DRAINAGE AND PREVENT PONDING SITE AND R KNOWLEDGE THERE ARE NO EXISTING /
DAMAGE TO ADJOINING PROPERTIES OR TO FINISHED WORK ON THE SI OF EXCEP T AS SHOWN ON THESE HEREBY CERTIFY
THAT A SAMPLING AND STUDY OF THE SOIL CONDITIONS PREVALENT WITHI
AND AVOID D PLANS, HOWEVER: THIS SITE WAS MADE BY ME OR UNDER MY DIRECTION BETWEEN THE JUNE 19
SHALL TAKE REMEDIAL MEASURES TO PREVENT EROSION OF FRESHLY GRADED AREAS UNTIL AND JULY 1997. ONE COMPLETE
COPY OF THE SOILS REPORT COMPILED FROM THIS
al
\ e. N. SUCH TIME AS PERMANENT DRAINAGE AND EROSION CONTROL MEASURES HAVE BEEN THE CONTRACTOR IS REQUIRED TO TAKE
DUE PRECAUTIONARY MEASURES TO PROTECT
LL) ANY EXISTING UTILITIES OR STR I LITY TO LOCATED AT THE WORK SITE. S O STUDY, WITH MY FURTHERMORE,
I AVER REVIEWED BEEN SUBMITTED TO THE OFFICE E THE CITY
� .� "`-.. � ^`\ � \, INSTALLED. THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE FOLLOWING OWNERS OF SAID ENGINEER.
FURTHERMORE, I HAVE REVIEWED THESE GRADING PLANS AND CERTIFY THAT THE
\ FF.1595,.
S.G1 N �LED SHALL BE PREPARED TO B£ FILLED AND FILL SHALL BE PLACED UTILITIES OR STRUCTURES PRIOR TO ANY EXCAVATION,
FOR VERIFICATION AND RECOMMENDATIONS INCLUDED IN THE SOILS REPORT FOR THIS PROJECT HAVE BEEN
• - f 00 3. ALL AREAS EAS TO BE F
� 55jj��gg _ 4 '`^ ti IN ACCORDANCE WITH STANDARD SPECIFICATIONS. ALL VEGETABLE MATTER AND LOCATION OF UTILITIES AND NOTIFICATIO
N OF COMMENCEMENT OF WORK: INCORPORATED IN THE AIDING PLANS AND SPECIFICATIONS.
FILL 15 TO BE PLACED. L005E FILL AND ALLUVIAL SOILS SHALL BE
A. SEWERS - LEUCADIA SO TM WATER DIST. _800_422 -4133 SIGNE ms s;
OBJECTIONABLE MATERIAL SHALL BE REMOVED BY THE CONTRACTOR FROM THE SURFACE _
UPON WHICH THE
REMOVED TO SUITABLE FIRM NATURAL GROUND. THE EXPOSED SOILS SHALL BE SCARIFIED B. GAS &ELECTRIC
,.. ^� \ 1 TO A DEPTH OF 6" AND THEN COMPACTED TO A MINIMUM OF 90 PERCENT. IT SHALL BE C. WATER - SAN DIEGUITO
WATER DIST. 1- 800 -422 -4133
" P'1617 RESPONSIBILITY TO PLACE, SPREAD, WATER AND COMPACT D. 1 -800- 422 -4133 EXP. DATE. t' THE
CONTRACTOR'S THE FILL D TELEPHONE - PACIFIC BELL
'N " G 1 TOR'S E. CABLE TV GINNING
1-800-422-4133
GE 119 ;
_...__.. , 3/31/98
k g F t J � i IN STRICT ACCORDANCE WITH SPECIFICATIONS.
4. CUT AND FILL SLOPES SHALL BE CUT AND T 2, CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICE 48 HOURS PRIOR
TO BE
J p X �V 1 i SURFACES AND UNIFORM CROSS SECTIONS. THE SLOPES O E XCAVATIO N S A
ASD RECTEDBYTHE ENGINEER ANY WORK ON THIS PROJECT. PHONE: (619) 633 -2770.
RIMMED TO FINISH GRADE TO PRODUCE SMOOTH
\ w� TS SHALL BE SHAPED, PLANTED AND TRIMMED
\, oP
EMBANKMENTS THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR I INSPECTION. W PHONE:
F ^�0 I L OF WORK AND LEFT IN A NEAT AND ORDERLY CONDITION. ALL STONES, ROOTS AND OTHER 3, _ 2770. ALL
WORK PERFORMED WITHOUT BENEFIT OF N5PECTION WILL BE
\ WASTE MATTER EXPOSED OR EXCAVATION OR EMBANKMENT SLOPES WHICH ARE LIABLE TO (760) 633 L SUBJECT TO REJECTION AND RE MOVAL.
* n "V ' - BECOME LOOSENED SHALL BE REMOVED AND DISPOSED OF. THE TOE AND TOP OF AL
2 C v \ '<
\ SLOPES SHALL BE ROUNDED IN ACCORDANCE WITH THE GRADING ORDINANCE. DECLARATION OF RESPONSIBLE CHARGE
{ 11 A t
T \ \ �\ T AND OTHER OBJECTIONABLE MATERIAL SHALL C
\ m o o L B£ COLLECTED
I 5. ALL TREES, BRUSH, GRASS
CONTRACTOR SO AS TO LEAVE I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS PROJECT, THAT I
HAVE � �
DISPOSED OF OFF TFiE SITE BY IHE ,,ONITt
n� L PILED OR OTHERWISE DISPO EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE PROJECT AS DEFINED
IN SECTION
® y t S THAT HAVE BEEN CLEARED WITH A NEAT AND FINISHED EE THE DESIGN IS CONSISTENT
WITH
, � \ >: �_� .. � � � THE AREA 6703 OF THE BUSINESS AND PROFESSIONS CODE, AND THAT
� � io
�� \_ syo i �. � i 1 FROM UNSIGHTLY DEBRIS. APPROVAL OF LOCATION OF DEBRIS FILL SHALL BE SECURED CURRENT
STANDARDS. ~
APPEARANCE FR
= `>
FROM THE SOILS ENGINEER AND CITY ENGINEER PRIOR TO THE DISPOSAL OF ANY SUCH
`\ \ \ MATERIAL.
I UNDERSTAND THAT THE CHECK Of PROJECT DRAWINGS AND SPECIFICATIONS BY THE CITY OF O o
4 ' �, " DOES NOT RELIEVE ME,
11 �� ``'y \ \ �` ENCINITAS IS CONFINED TO A REVIEW ONLY AND AS ENGINEER OF s
\ ` \ �\ 1 ` t ti WORK, OF MY RESPONSIBILITIES FOR PROJECT DESIGN. ' F Im
� \ 0 y \ EROSION CONTROL
P BEACH, A 92075 55 -9799 _
i
I IN.
\ f 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT SARK ZIJLSTRA FOAD CONSULTING GROUP, INC. w
\ \ O AT (619) 755 -3360. 731 S. HWY. 101, STE. SF, SOLANA CW, C (619) 7 In
Z k
BY: HAMID R. BAGHERI DATE: 08/05/97
\
\ \ \ I 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SW ALL BE MADE AVAILABLE AT ALL TIMES
_
�\ \\ \ \ y \ ( DURING THE RAINY SEASON (OCTOBER 1 TO APRIL 15). ALL NECESSARY MATERIALS RCE NO.
: 36108 EXP. DATE: 6/30/00 �OFESSIO/NA/
\ y RAPID CONSTRUCTION OF TEMPORARY DEVICES WHEN RAIN IS IMMINENT.
\ \ SHALL BE STOCKPILED ON SITE ON OCTOBER 1 AT CONVENIENT LOCATIONS TO FACILITATE
l CC \� \ \ . \ �9 I
t
ti \
, \ ' 3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL OSTA AVENUE /L
G HAMID R. BAGHERI O `
G p (� J m
�` \�
\ \ OF THE ENGINEERING INSPECTOR. SKYLINE AVENUE DATE p d // No 36108
\ \ 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER TO gxP 0 6
-30 -00 U r u
THE SATISFACTION OF THE CITY ENGINEER AFTER EACH RUN -OFF PRODUCING RAINFALL. Z u� CIVIL
+ PLATO PLACE w I �P O
INSTALL ADDIT z
`1 � 5. THE CONTRACTOR SHALL TO A EROSION CONTROL MEASURES IO MAY BE F
71, U o qlF O CPL�Fb` Z
E • Q" 1nf -' REQUIRED BY THE CITY ENGINEER DUE TO AN INCOMPLETE GRADING OPERATION OR O N STREET N
Q
t T J " 5 UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE. C) H ¢ STREET
l
�l 1� 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO U = z a <
If
J I f� PREVENT PUBLIC TRESPASS ONTO AREAS WHEN IMPOUNDED WATERS CREATE A HAZARDOUS d
SCALE: 1 = ,30 ` \ J , - /I \ �,
\ CONDITION.
`. .1 � `\ 4 '°�"` PROJECT
\ y Z 7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING PLAN SHALL BE
INCORPORATED HEREON
p 30 60 90 120 � � \ � � w� SITE